Sciences in Cold and Arid Regions ›› 2017, Vol. 9 ›› Issue (3): 250-257.doi: 10.3724/SP.J.1226.2017.00250
• ARTICLES • Previous Articles
ZhiMing Li1,2, Jian Chen1,2, Kai Sun1,2, Bin Zhang3
Azmatch TF, Sego DC, Arensonb LU, et al., 2012. New ice lens initiation condition for frost heave in fine-grained soils. Cold Regions Science and Technology, 82: 8-13. DOI: 10.1016/j.coldregions.2012.05.003. [DOI:10.1016/j.coldregions.2012.05.003] Bai QB, Li X, Tian YH, et al., 2015. Equations and numerical simulation for coupled water and heat transfer in frozen soil. Journal of Geotechnical Engineering, 37(7): 131-136. DOI: 10.11779/ CJGE2015S2026. (in Chinese) COMSOL Multiphysics User's Guide (Version:5.1a). Stockholm: COMSOL AB, 2015. Gilpin RR, 1980. A model for the prediction of ice lensing and frost heave in soils. Water Resources Research, 16(5): 918-930. DOI: 10.1029/WR016i005p00918. [DOI:10.1029/WR016i005p00918] Harlan RL, 1973. Analysis of coupled heat-fluid transport in partially frozen soil. Water Resource Research, 9(5): 1314-1322. DOI: 10.1029/WR009i005p01314. [DOI:10.1029/WR009i005p01314] Konrad M, 1980. A mechanistic theory of ice lens formation in fine-grained soils. Canadian Geotechnical Journal, 17(4): 473-486. DOI: 10.1139/t80-056. [DOI:10.1139/t80-056] Leonid B, 2009. The modelling of the freezing process in fine-grained porous media: Application to the frost heave estimation. Cold Regions Science and Technology, 56(2): 120-134. DOI: 10.1016/j.coldregions.2008.11.004. [DOI:10.1016/j.coldregions.2008.11.004] Li SY, Zhang MY, Tian YB, et al., 2015. Experimental and numerical investigations on frost damage mechanism of a canal in cold regions. Cold Regions Science and Technology, 116: 1-11. DOI: 10.1016/j.coldregions.2015.03.013. [DOI:10.1016/j.coldregions.2015.03.013] Li Z, Liu SH, Feng YT, et al., 2012. Numerical study on the effect of frost heave prevention with different canal structures in seasonally frozen ground regions. Cold Regions Science & Technology, 85(1): 242-249. DOI: 10.1016/j.coldregions.2012.09.011. [DOI:10.1016/j.coldregions.2012.09.011] Liu XD, Wang ZZ, Yan CC, et al., 2011. Exploration on anti-frost heave mechanism of lining canal with double films based on computer simulation. Transactions Chinese Society Agricultural Engineering, 27(1): 29-35. DOI: 10.3969/j.issn.1002-6819.2011.01.005. (in Chinese) Liu Z, Yu X, 2011. Coupled thermo-hydro-mechanical model for porous materials under frost action: theory and implementation. Acta Geotechnica, 6(2): 51-65. DOI: 10.1007/s11440-011-0135-6. [DOI:10.1007/s11440-011-0135-6] Lu N, 2004. Unsaturated Soil Mechanics. John Wiley and Sons, pp. 386-413. Miller RD, 1972. Freezing and heaving of saturated and unsaturated soils. Highway Research Record, 393: 1-11. DOI: 10.1021/ba-1972-0110.ap001. [DOI:10.1021/ba-1972-0110.ap001] O'Neil K, Miller RD, 1985. Exploration of a rigid-ice model of frost heave. Water Resources Research, 21(3): 281-296. DOI: 10.1029/WR021i003p00281. [DOI:10.1029/WR021i003p00281] Shen M, Branko L, 1990. Modeling of coupled heat moisture and stress field in freezing soil. Cold Region Science and Technology, 14(3): 237-246. DOI: 10.1016/0165-232X(87)90016-4. [DOI:10.1016/0165-232X(87)90016-4] Tan XJ, Chen WZ, Tian HM, et al., 2011. Water flow and heat transport including ice/water phase change in porous media: Numerical simulation and application. Cold Regions Science and Technology, 68(s1-s2): 74-84. DOI: 10.1016/j.coldregions.2011.04.004. [DOI:10.1016/j.coldregions.2011.04.004] Taylor GS, Luthin JN, 1978. A model for coupled heat and moisture transfer during soil freezing. Canadian Geotechnical Journal, 15(4): 548-555. DOI: 10.1139/t78-058. [DOI:10.1139/t78-058] Thomas HR, Cleall PJ, Li YC, et al., 2009. Modelling of cryogenic processes in permafrost and seasonally frozen soils. Géotechnique, 59(3): 173-184. DOI: 10.1680/geot.2009.59.3.173. [DOI:10.1680/geot.2009.59.3.173] Yuan C, Yang CS, Zhang LH, 2014. Mechanisms discussion of frost heave and test verifications of moisture migration. Sciences in Cold and Arid Regions, 6(5): 447-454. DOI: 10.3742/SP.J.1226.2014.00447. [DOI:10.3742/SP.J.1226.2014.00447] Zhang S, Teng JD, He ZY, et al., 2016. Importance of vapor flow in unsaturated freezing soil: a numerical study. Cold Regions Science and Technology, 126: 1-9. DOI: 10.1016/j.coldregions.2016.02.011. [DOI:10.1016/j.coldregions.2016.02.011] Zhang ZX, Kushwaha RL, 1998. Modeling soil freeze-thaw and ice effect on canal bank. Canadian Geotechnical Journal, 35(4): 655-665. DOI: 10.1139/cgj-35-4-655. [DOI:10.1139/cgj-35-4-655] Zhong H, Wang XF, Zhang B, 2013. Research on hydraulic soil slope frost heaving damage model test. Applied Mechanics and Materials, 256-259: 422-426. DOI: 10.4028/www.scientific.net/AMM.256-259.422. [DOI:10.4028/www.scientific.net/AMM.256-259.422] Zhou JZ, 2012. Study on moisture-heat-stress interaction in freeze-thaw process of soil. Beijing: Chinese Academy of Science, pp. 27-33. (in Chinese) Zhou JZ, Li DQ, 2012. Numerical analysis of coupled water, heat and stress in saturated freezing soil. Cold Regions Science and Technology, 72: 43-49. DOI: 10.1016/j.coldregions.2011.11.006. [DOI:10.1016/j.coldregions.2011.11.006] Zhou JZ, Wei CF, Li DQ, et al., 2014. A moving-pump model for water migration in unsaturated freezing soil. Cold Regions Science and Technology, 104-105: 14-22. DOI: 10.1016/j.coldregions.2014.04.006. [DOI:10.1016/j.coldregions.2014.04.006] |
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